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rusting or contamination occurs after the completion of the surface preparation, prepare the ` <br /> Vve surfaces again to the initial requirements . Perform surface preparation work only when the <br /> temperature of the steel surface is at least 5 °F above the dew point temperature . <br /> 560-7 . 2 Mechanical Removal of Surface Defects : Break all corners resulting from <br /> sawing, burning, or shearing. In areas where burning has been used, remove the flame hardened s <br /> surface of the steel to the extent necessary to achieve the required surface profile after abrasive <br /> blast cleaning. Remove all weld slag and weld spatter. Conduct all of this work in accordance <br /> with AASHTO/NSBA Steel Bridge Collaboration S 8 . 1 . <br /> 560-7 .3 Cleaning : Clean all steel surfaces in accordance with the requirements of <br /> SSPC- SP 1 . <br /> 560-7 .4 Washing : Wash all steel surfaces in accordance with the requirements of <br /> SSPC - SP 12 . <br /> 5604 .5 Soluble Salts Detection and Removal : Determine the chloride, sulfate and <br /> nitrate concentrations on all steel surfaces using soluble salts test kits meeting the requirements <br /> of 560-2 . 4 . Measure the concentration levels using the method described in SSPC -TU 4 . Perform <br /> the tests after washing and after each applied coat of the coating system . Test three random <br /> locations in the first 1000 square feet and one random location for each subsequent 1000 square <br /> feet. Ensure the non-visible surface contaminant concentrations on blast-cleaned surfaces do not <br /> exceed the levels in SSPC - SP 12 Table Al NV12 for chloride , soluble ferrous iron and sulfate <br /> and 10 µg/cmZ for nitrate . When any concentration exceeds these levels rewash the entire surface <br /> area and retest. If additional washing does not reduce the concentration to the acceptable level, a <br /> surface treatment or water additive may be used . Use a surface treatment or water additive that is <br /> approved by the coating system supplier and the Engineer. <br /> 560-7 .6 Abrasive Blast Cleaning : Prepare steel by abrasive blast cleaning to "Near- <br /> White" metal condition as defined in SSPC - SP 10 . Use SSPC VIS 1 as an aid in establishing <br /> cleanliness . After abrasive blast cleaning, ensure the surface profile meets the requirements of <br /> the coating manufacturer ' s product data sheet. Determine the surface profile using replica tape in <br /> accordance with ASTM D 4417 , Method C . <br /> Perform all abrasive blast cleaning within a containment system to ensure <br /> confinement of all particulates . Design the containment system to comply with all applicable <br /> Federal , State, and Local regulations . Ensure the abrasive blast cleaning does not produce holes , <br /> cause distortion , remove metal, or cause thinning of the substrate . <br /> 560-7. 7 Hand and Power Tool Cleaning : Prepare steel by power and hand tool cleaning <br /> as defined in SSPC- SP 11 , SSPC- SP 3 , and SSPC- SP 2 for touch up and repair when approved <br /> by the Engineer. Use SSPC -VIS 3 as an aid in establishing cleanliness . <br /> 560-8 Surfaces Not to be Coated . <br /> 560-8 . 1 Galvanized Surfaces : Do not coat galvanized surfaces unless specified in the <br /> Contract Documents . <br /> 560-8 . 2 Surfaces to be in contact with Concrete : Do not coat the areas of contact <br /> surfaces of steel to be encased or embedded in concrete , or coated with concfete unless specified <br /> in the Contract Documents . When specified, prepare the contact surfaces and apply primer . <br /> 560-8 .3 Faying Surfaces : After application of the primer, protect the contact surfaces of <br /> members to be joined by high- strength bolts in friction type joints from all other coatings and <br /> foreign material . <br /> - 163 - <br /> FPID ( S ) : 423186 - 1 - 5 8 -01 <br /> - E <br /> �k <br />